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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.5 LAccepted-Finance CHANDIGARH | ₹22.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹28.5 L+₹6.0 L (26.5%)Rejected-Finance BOOTH NO 119 ECTOR 9 PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹28.5 L+₹6.0 L (26.5%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | - | - | Rejected-Technical Does Not Qualified Technical Bid |
Tender Value
₹38.0 L
EMD Value
₹75,940
Closing Date
21 Aug 2026, 12:00 pmClosed
Er. Gurpreet Singh Bhains
Office of the Executive Engineer, Electrical Division No. 1, Sector-9,Chandigarh.
SHIFTING OF HIGH-MAST POLES WITH EXISTING LED FLOOD LIGHTS ALONG WITH ACCESSORIES FROM SPORTS COMPLEX SECTOR-7 TO SPORTS COMPLEX SECTOR-42 U.T. CHANDIGARH.
2026_CHD_94772_1
E1/TN-291
Open Tender
Electrical Works
Percentage
60 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹75,940
27 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of 25 mtr. long high mast pole (20 mtr. long pole plus 5 mtr. long head frame) with man rider unit of athletic track sector-7, Chandigarh to football ground sector-42, Chandigarh. The job incudes cost of following,
(As per Complete Item No. 1 of the DNIT). | 4 | Each.Per.Job | 72,830 | ₹2,91,320 |
| 2 | Re-erection of 25 mtr. long high mast pole (20 mtr. long pole plus 5 mtr. long head frame) with man rider unit football ground sector-42, Chandigarh. The job incudes cost of following:
1. Re-erection the existing pole, head frame 25 mtr. long with the help of hydraulic cranes & labour as required., (As per Complete Item No. 2 of the DNIT). | 4 | Each.Per.Job | 48,550 | ₹1,94,200 |
| 3 | Supply, carriage and erection of 24 Nos, 36 mm dia. and 1000 mm long rag bolts alongwith anchor plate to be fixed in the foundation for erection of 25 mtr. long high mast pole. The job includes the cost of all the petty material and labour charges required to complete the job to the entire satisfaction of E.I.C. | 4 | Each.Per.Job | 74,605 | ₹2,98,420 |
| 4FOUNDATION FOR 25 MTR. LONG HIGH MAST: Design and casting of suitable Raft type foundation for the High Mast with specification as per S.No-1 above. The foundation has to be designed as per safe soil bearing capacity report. The foundation shall be designed for wind pressure, earth quake and other loadings as per latest IS code of practice., (As per Complete Item No. 4 of the DNIT). | |||||
| 4.01 | All kinds of soil (Size 6.2m x 6.2m x 3.3m= 126.85 cum (4 nos. x 126.85= 507.4 cum) | 507.4 | Per.Cum | 253 | ₹1,28,372.2 |
| 4.02 | DSR ITEM NO. 4.1.11 (CIVIL WORK)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level., 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size)
(6.2m x 6.2m x 0.10m =3.844 cum.)
(4 nos. x 3.844= 15.37 cum) | 15.37 | Per.Cum | 6,022 | ₹92,558.14 |
| 4.03 | DSR ITEM NO. 5.22.6 (CIVIL WORK)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level., Thermo-Mechanically Treated bars
1.Horizontal Bar10mm dia = 52 nos. x 4.1 Mtr. = 213.2 R. Mtr. @ 0.62 Kg per mtr. = 132.184 kg | 2,378 | Per.Kg | 105 | ₹2,49,690 |
| 4.04 | DSR ITEM NO. 5.2 (CIVIL WORK)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement., 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Size 6 x 6 x 0.6 = 21.60 cum
Size 1.7 x1.7x2.7 = 7.80 cum
Total (21.6+ 7.80= 29.40 cum.)
(4 nos. x 29.40= 117.6 cum) | 118 | Per.Cum | 10,560 | ₹12,46,080 |
| 4.05 | DSR ITEM NO. 5.9.1 (CIVIL WORK)
Centering and shuttering including strutting, propping etc. and removal of form for, Foundations, footings, bases of columns, etc. for mass concrete Size 1x2 (6.2+ 6.2) 0.470 = 17.36 sq.mtr.
Size 1x2 (1.7+1.7) 2.7 =18.36 sq.mtr.
Total (17.36+18.36= 35.72 sq.mtr.)
(4 nos. x35.72= 142.88 Sq. Mtr.) | 143 | P.Sq.Mtr | 382 | ₹54,626 |
| 5DSR item No.15.16 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. | |||||
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